P5897-PLANS-03-SIGNALIZATION-100%.pdf

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PROJECT LOCATION

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

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.A .C https://goo.gl/maps/qn5sS7Zx6Vgf2r5L7

PROJECT NO. P-5897

WILLIAMSON BOULEVARD

CONTRACT PLANS COMPONENTS

SHEET

NO.

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, FY 2025-26 as modified by the Volusia County Technical Provisions. Standard Specifications for Road and Bridge Construction at the following website:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY 2025-26 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs).

Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardplans

APPLICABLE IRs: NA

Standard Plans for Bridge Construction are included in the Structures Plans Component

DENNISSE ZORNAN, E.I.

VOLUSIA COUNTY PROJECT MANAGER:

SIGNALIZATION PLANS

ENGINEER OF RECORD:

JONATHAN BRASCH, P.E.

P.E. No. 94069

1049 EBER BLVD., SUITE 104

MELBOURNE, FLORIDA 32904

PH. 321.449.4679 FAX: 386.257.6996

EMAIL:INFO@LTG-INC.US

VENDOR NO.: F030424608005

CERTIFICATE OF AUTHORIZATION NO.: 6876

ROADWAY

SIGNING AND PAVEMENT MARKING

SIGNALIZATION

INTELLIGENT TRANSPORTATION SYSTEMS

FROM MADELINE AVENUE TO BEVILLE ROAD

100% SUBMITTAL

DECEMBER 2025

STATE OF FLORIDA

COUNTY OF VOLUSIA

SIGNALIZATION PLANS

SHEET DESCRIPTIONSHEET NO.

INDEX OF SIGNALIZATION PLANS

T-1 T-2 T-3

T-4 THRU T-5

T-6 THRU T-7

T-8

T-9 THRU T-10

T-11 T-12 T-13 T-14

KEY SHEET

SIGNATURE SHEET

TABULATION OF QUANTITIES

GENERAL NOTES

SIGNALIZATION PLANS (T-INTERSECTION)

PEDESTRIAN DETAIL SHEET (T-INTERSECTION)

SIGNALIZATION PLANS

MAST ARM TABULATION

MAST ARM ASSEMBLIES DATA TABLE

GUIDE SIGN WORKSHEET

REPORT OF SOIL BORING

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BEGIN PROJECT

STA. 359+15.49

END PROJECT

STA. 466+77.38

SIGNATURE SHEETROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\SIGNSG01.dwgAnthony 12/12/2025 10:03:03 AM

VOLUSIA 6461 T-2

LTG Engineering & Planning

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

BLVD

P-5897 WILLIAMSON BLVD.

PR

O

FESSIONAL ENG IN

EE

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LICENSE

No.

STATE OF

FLORIDA

94069

SIGNALIZATION PLANS

SHEET NO. SHEET DESCRIPTION

T-1 KEY SHEET

T-2 SIGNATURE SHEET

T-3 TABULATION OF QUANTITIES

T-4 THRU T-5 GENERAL NOTES

T-6 THRU T-7 SIGNALIZATION PLANS (T-INTERSECTION)

T-8 PEDESTRIAN DETAIL SHEET (T-INTERSECTION)

T-9 THRU T-10 SIGNALIZATION PLANS

T-11 MAST ARM TABULATION

T-13 GUIDE SIGN WORKSHEET

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.003‚ F.A.C

PR

O

FESSIONAL ENG IN

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LICENSE

No.

STATE OF

FLORIDA

60216

SIGNALIZATION PLANS

SHEET NO. SHEET DESCRIPTION

T-2 SIGNATURE SHEET

T-14 REPORT OF SOIL BORING

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.003‚ F.A.C

BRIAN POHL

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

UNIVERSAL ENGINEERING SCIENCES

911 BEVILLE ROAD SUITE 3

SOUTH DAYTONA, FL 32119

CERTIFICATE OF AUTHORIZATION NO. 549

BRIAN POHL, P.E. NO. 60216

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

LTG ENGINEERING & PLANNING

1049 EBER BLVD., SUITE 104

MELBOURNE, FL 32904

VENDOR NO. F030424608005

JONATHAN BRASCH, P.E. NO. 94069

JO

NA

THAN BRASCH

SIGNALIZATION PLANS

SHEET NO. SHEET DESCRIPTION

T-2 SIGNATURE SHEET

T-12 MAST ARM ASSEMBLIES DATA TABLE

PR

O

FESSIONAL ENG IN

EE

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LICENSE

No.

STATE OF

FLORIDA

87838

RE

ID KIRKPATRICK

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

REID KIRKPATRICK, P.E. NO. 87838

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.003‚ F.A.C

TABULATION OF QUANTITIES

PAY ITEM

NO. DESCRIPTION UNIT

SHEET SHEET SHEET SHEET TOTAL THIS SHEET GRAND TOTAL

T-6 T-7 T-9 T-10

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

101-1 MOBILIZATION LS 1 1 1

102-1 MAINTENANCE OF TRAFFIC LS 1 1 1

102-14 TRAFFIC CONTROL OFFICER HR 8 8 8

570-1-2 PERFORMANCE TURF, SOD SY 20 20 20

630-2-11 CONDUIT, F&I, OPEN TRENCH LF 1,114 56 1,170 1,170

630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 468 468 468

632-7-1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, F&I PI 1 1 1

635-2-14 PULL & SPLICE BOX, F&I, 17" X 30" COVER SIZE EA 27 1 28 28

639-2-1 ELECTRICAL SERVICE WIRE, F&I LF 30 30 30

639-1-121 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER FURNISHED BY POWER COMPANY AS 1 1 1

646-1-11 ALUMINUM SIGNALS POLE, F&I, PEDESTAL EA 6 6 6

649-21-6 STEEL MAST ARM ASSEMBLY, F&I, SINGLE ARM 50' EA 1 1 2 2

649-21-10 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 60' EA 1 1 1

649-21-21 STEEL MAST ARM ASSEMBLY, F&I, SINGLE ARM 78' EA 1 1 1

649-26-5 STEEL MAST ARM ASSEM., REMOVE, DEEP FOUNDATION- BOLT ON ATTACHMENT EA 3 3 3

650-1-34 VEHICULAR TRAFFIC SIGNAL, F&I, POLYCARBONATE, 3 SECTION, 1 WAY AS 6 2 8 8

650-1-36 VEHICULAR TRAFFIC SIGNAL, F&I POLYCARBONATE, 4 SECTION, 1 WAY AS 3 1 4 4

653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNTDOWN, 1 WAY AS 6 6 6

660-1-109 LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 EA 7 2 9 9

660-2-102 LOOP ASSEMBLY, F&I, TYPE B AS 8 8 8

660-2-106 LOOP ASSEMBLY, F&I, TYPE F AS 6 3 9 9

663-1-121 SIGNAL PRIORITY AND PREEMTION SYSTEM, F&I, GPS, CABINET ELECTRONICS EA 1 1 1

663-1-122 SIGNAL PRIORITY AND PREEMTION SYSTEM, F&I, GPS, DETECTOR EA 1 1 1

665-1-11 PEDESTRIAN DETECTOR, F&I, STANDARD EA 6 6 6

670-5-161 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK, 1 PREEMPTION AS 1 1 1

670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 1 1 1

682-1-173 ITS CCTV CAMERA, NON-PRESSURIZED, IP, HIGH DEFINITION EA 1 1 1

685-1-14 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, ONLINE/DOUBLE CONVERSION WITH CABINET EA 1 1 1

700-3-201 SIGN PANEL, F&I OVERHEAD MOUNT, UP TO 12 SF EA 3 1 4 4

700-5-22 INTERNALLY ILLUMINATED SIGN, F&I, OVERHEAD MOUNT, 12-18 SF EA 3 1 4 4

715-5-31 LUMINAIRE & BRACKET ARM- ALUMINUM, F & I NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE EA 3 1 4 4

TABULATON OF QUANTITIES

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ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

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VOLUSIA 6461 T-3

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

BLVD

P-5897 WILLIAMSON BLVD.

VOLUSIA COUNTY'S GENERAL NOTES:

1. THE CONTRACTOR SHALL NOTIFY VOLUSIA COUNTY TRAFFIC ENGINEERING AT LEAST TWO BUSINESS DAYS PRIOR TO

BEGINNING WORK. NOTIFY KARL EWALD AND TIM KARR (386) 736-5968.

2. THE CONTRACTOR SHALL COORDINATE WORK SCHEDULE, COORDINATE TIMING AND AUTHORIZATION OF POWER SERVICE WITH VOLUSIA COUNTY TRAFFIC ENGINEERING. NOTIFY KARL EWALD, AND TIM KARR (386) 736-5968.

3. ANY ITEM NOT SPECIFICALLY ADDRESSED IN THESE PLANS, USE F.D.O.T. F.Y. 2022-23 STANDARD PLANS AND JANUARY 2022 SPECIFICATIONS. ALL MATERIALS AND HARDWARE SHALL BE PRE-APPROVED BY VOLUSIA COUNTY TRAFFIC ENGINEERING.

4. UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT SHALL BE DELIVERED TO VOLUSIA COUNTY TRAFFIC OPERATIONS, 3771 W. INTERNATIONAL SPEEDWAY, DAYTONA BEACH FL, 32124, EXCEPT CONCRETE POLES, WHICH SHALL BE DISPOSED OF

BY THE CONTRACTOR IN AREAS PROVIDED BY HIM.

5. THE CONTRACTOR SHALL NOTIFY SUNSHINE ONE-CALL 1-800-432-4770 AT LEAST TWO BUSINESS DAYS IN ADVANCE OF ANY EXCAVATION WORK WHICH WOULD OTHERWISE INTERFERE WITH ANY ABOVE GROUND OR BELOW GROUND UTILITIES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING CURRENT LOCATE TICKET THROUGHOUT THE DURATION OF THE WORK. THE COUNTY OF VOLUSIA IS NOT A MEMBER OF THE SUNSHINE ONE-CALL , FOR LOCATES CALL (386) 736-5968, TRAFFIC ENGINEERING TO REQUEST TO COMPLETE A LOCATE TICKET TO SCHEDULE THE LOCATE.

6. THE CONTRACTOR SHALL VERIFY COLOR CODES FOR SIGNAL CABLE WITH VOLUSIA COUNTY TRAFFIC ENGINEERING BEFORE

ORDERING.

7. EXISTING SIGNALIZATION SHALL REMAIN IN PLACE TO THE EXTENT POSSIBLE AND SHALL BE USED FOR MAINTENANCE OF TRAFFIC AS REQUIRED. THE MAINTENANCE OF EXISTING SIGNALS, UNTIL REMOVED, SHALL REMAIN THE RESPONSIBILITY OF

THE CONTRACTOR.

8. IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY JACKING, DIRECTIONAL BORING, OR TRENCHING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE JOB SITE

CONDITIONS BEFORE SUBMITTING A BID PROPOSAL.

9. A SIGNAL INSPECTION IS TO BE SCHEDULED WITH KARL EWALD AND TIM KARR (VOLUSIA COUNTY) 386-736-5968 TRAFFIC

ENGINEERING, 10 DAYS PRIOR TO THE SIGNAL BEING PLACED IN TO OPERATION.

10. AT THE TIME OF FINAL INSPECTION, THE CONTRACTOR SHALL PROVIDE 2 SETS OF CONSTRUCTION "AS-BUILT": ONE TO VOLUSIA COUNTY TRAFFIC ENGINEERING AND ONE FOR THE TRAFFIC SIGNAL CONTROLLER CABINET.

11. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTOR SHALL

NOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO ANY FURTHER WORK ACTIVITY.

12. AT NO TIME IS THE CONTRACTOR TO CHANGE ANY SIGNAL TIMINGS. VOLUSIA COUNTY WILL MAINTAIN ALL SIGNAL TIMINGS BEFORE, DURING AND AFTER CONSTRUCTION, IF ANY TIMING CHANGES ARE MADE BY THE CONTRACTOR, A TIMING SHEET SHALL BE PLACED IN THE CONTROLLER CABINET WITH DATE AND TIME OF INSTALLING, ALONG WITH A CONTACT NUMBER.

13. ALL COMMUNICATIONS CABLE SHALL BE IN SEPARATE PULL BOXES AND CONDUITS.

14. THE USE OF JONES PLUGS IS NOT PERMITTED.

15. EXISTING LOOPS DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE.

16. IN THE EVENT THAT PERMANENT VEHICLE DETECTION IS DISTURBED, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE MEANS OF DETECTION (VIDEO OR RADAR) TO ALL LANES APPROACHING THE INTERSECTION, SEPARATING EACH MOVEMENT WHICH PREVIOUSLY HAD DETECTION. THE TYPE OF DETECTION SHALL BE APPROVED BY THE ENGINEER AND THE COUNTY OF VOLUSIA TRAFFIC ENGINEERING (MAINTAINING AGENCY) PRIOR TO INSTALLATION. THE EQUIPMENT SHALL ONLY DETECT

THE INTENDED MOVEMENT.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE EXISTING POWER UTILITY TO DETERMINE IF A SERVICE PROCESSING FEE IS REQUIRED. IF REQUIRED, FEE SHALL BE INCLUDED AS PART OF PAYMENT ELECTRICAL POWER SERVICE

ASSEMBLY.

18. THE CONTRACTOR SHALL HAVE AN I.M.S.A. LEVEL II SIGNAL TECHNICIAN ON SITE THROUGH ALL PHASES OF CONSTRUCTION

AND ON CALL WITH A TWO HOUR MAX. RESPONSE TIME.

SIGNALS:

1. BLACK POLYCARBONATE HOUSINGS ARE REQUIRED FOR VEHICULAR AND PEDESTRIAN SIGNAL HEAD ASSEMBLIES IN VOLUSIA COUNTY. ALL VEHICLE SIGNAL DISPLAYS SHALL BE LED. ALL SIGNAL HEADS SHALL INCLUDE TUNNEL VISORS, BACKPLATES

WITH REFLECTIVE BORDERS.

POLES / PEDS / CONTROLLER:

1. ALL UNDERGROUND CONDUIT ENTRY HOLES ON SIGNAL POLES SHALL BE STUBBED OUT.

2. DUE TO THE CLOSE PROXIMITY OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL HAND DIG THE FIRST (4) FOUR FEET OF ANY

POLE / PEDESTAL FOUNDATION.

3. PEDESTRIAN HEADS SHALL BE COUNTDOWN LED MODULAR WITH INTERNATIONAL SYMBOLS.

4. THE CABINET DOOR SHALL OPEN AWAY FROM THE INTERSECTION, WHERE POSSIBLE.

5. A MANUAL PUSH BUTTON CORD SHALL BE FURNISHED IN THE CONTROLLER CABINETS.

6. TWO SPARE CABINET CONDUIT SHALL BE STUBBED OUT AND CAPPED IN EACH CABINET ENTRY PULL BOX.

7. THE CONTROLLER BASE AND SERVICE PAD SHALL BE A MONOLITHIC POUR WITH A 4" MINIMUM / 8" MAXIMUM ABOVE FINISHED GRADE.

8. PAY ITEM 670-5-161 SHALL BE NEMA TS2 TYPE 7 (MODEL R77, 77" TALL) CABINET WITH A TS2 TYPE 2 ECONOLITE CONTROLLER (COBALT 2100) AND SHALL INCLUDE BACKUP INTERNAL TIME BASED COORDINATION. THE CONTROLLER ASSEMBLY SHALL INCLUDE UPS BACKUP SYSTEM AND EXPRESS SUPPLY (8042 V3 PLUS) NETWORK SWITCH. INTERFACE PANEL, FIBER OPTIC TRANCEIVER MODULE AND ALL NECESSARY EQUIPMENT FOR A COMPLETE OPERATIONAL, AND ACCEPTABLE INSTALLATION. CONTROLLER CABINETS SHALL REQUIRE A GENERATOR HOOKUP BOX EXTERNAL TO THE CABINET. FOR UNINTERRUPTED POWER SUPPLY (UPS) ASSEMBLY AND THREE (3) 45

AMP-HOUR BATTERIES.

9. CONTRACTOR TO ENSURE THAT A 4 FT. X 4 FT. FLAT LANDING AREA IS ADJACENT TO ALL PED BUTTONS FOR PEDESTRIANS.

10. THE ALUMINUM PEDESTAL SHALL INCLUDE BREAK AWAY BASE AND SLIP FOOTER, COLLAR AND A SET SCREW.

11. CONTRACTOR SHALL COORDINATE WITH THE VOLUSIA COUNTY TRAFFIC ENGINEERING DEPARTMENT FOR PLACEMENT OF THE PROPOSED

PEDESTRIAN POLES, PRIOR TO INSTALLATION.

MAST ARMS:

1. ALL MAST ARMS AND ASSOCIATED HARDWARES SHALL BE GALVANIZED.

2. SIGNAL HEAD MOUNTED ON MAST ARMS SHALL HAVE INDIVIDUAL RUNS OF WIRES WITH 6 FEET OF SPARE WIRE COILED OVER THE

'J' HOOK.

3. IF A CONTINUOUS RUN OF SIGNAL CABLE IS NOT POSSIBLE FROM THE CABINET TO THE SIGNAL HEAD, THEN A SPLICE WITH ORD WATER PROOF CONNECTORS SHALL BE USED AT THE HAND HOLE, NOT A TERMINAL STRIP - MARK PHASING ON WIRES.

4. THE PROPOSED SIGNAL CABLE SHALL INCLUDE SUFFICIENT CONDUCTORS FOR LEFT TURN PHASES.

5. THE CABLE GRIP SHALL BE SUFFICIENT SIZE TO NOT COMPROMISE THE INSULATION ON THE SIGNAL CABLE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A CERTIFIED DRILLED SHAFT (CTQP) LEVEL I CONSTRUCTION ENGINEERING AND INSPECTION (CEI) FIRM, AND A CONCRETE TESTING LABORATORY FOR THE PURPOSE OF INSPECTING ALL DRILL SHAFT INSTALLATION PER F.D.O.T. STANDARDS. THE FIRM SHALL THEN SUBMIT A SIGNED AND SEALED REPORT TO VOLUSIA COUNTY FOR APPROVAL. FAILURE TO HIRE CEI FOR THESE SERVICES PRIOR TO THE CONSTRUCTION OF THE DRILLED SHAFTS SHALL RESULT IN

REJECTION OF THE DRILLED SHAFT.

7. THE TOP OF TRAFFIC SIGNAL MAST ARM FOUNDATION SHOULD BE A LEAST 6 INCHES ABOVE GRADE TO PREVENT THE ANCHOR BOLTS FROM BEING SUBMERGED IN WATER AND / OR BURIED, UNLESS IT IS ADJACENT TO AN EXISTING, OR PROPOSED SIDEWALK, THEN TOP OF THE FOUNDATION SHOULD BE FLUSH WITH THE SIDEWALK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING APPROVED SHOP DRAWING, SHOWING THE BOLT PATTERN AND ARM

ORIENTATION PRIOR TO THE PRE-DRILL SHAFT MEETING.

9. ALL MAST ARMS SHALL HAVE GROUT PADS.

10. ALL SIGNAL ASSEMBLIES AND SIGNS SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 17.5' FROM BOTTOM OF THE ASSEMBLY AND

SIGNS TO THE ROAD.

11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A BACK UP GENERATOR FOR ALL THE TIME THAT EXISTING TRAFFIC SIGNAL IS ON

GENERATOR BACK UP TO POWER THE SIGNAL.

GENERAL NOTES (1)

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ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

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VOLUSIA 6461 T-4

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

SIGNS & STREET LIGHTS:

1. LED INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE INSTALLED AT ALL NEW AND REBUILT TRAFFIC SIGNALS.

2. LED INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE A SEPARATE POWER BREAKER, LOCATED IN THE CONTROLLER

CABINET.

3. LED INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE SINGLE SIDED AND FACE MOUNTED ON THE MAST ARMS.

4. THE STREET LIGHT LUMINAIRES SHALL BE TIED INTO THE INTERNALLY ILLUMINATED STREET NAME SIGNS, PHOTOCELL, IN

THE CABINET.

CONDUIT / PULL BOXES / DETECTION SYSTEM:

1. ALL CONDUIT SHALL BE 2 INCH MINIMUM UNLESS OTHER WISE SPECIFIED IN THE PLANS, (ABOVE GROUND RIGID 2"

GALVANIZED STEEL), (UNDERGROUND SCHEDULE 40, BURIED @ 36").

2. CONTRACTOR SHALL COORDINATE WITH THE VOLUSIA COUNTY FOR TYPES AND MODELS OF THE DETECTION SYSTEM, PRIOR TO ORDERING.

3. WHEN MULTIPLE RUNS OF CONDUIT ARE PLACED UNDER PAVEMENT BY DIRECTIONAL BORE, JACKING OR TRENCHING, ONLY

ONE RUN IS PAID FOR AS UNDERPAVEMENT.

4. AS DIRECTED BY THE PROJECT ENGINEER, THE CONTRACTOR SHALL ADJUST CONDUIT VERTICALLY TO AVOID ANY

POSSIBLE CONFLICTS WITH UNDERGROUND UTILITIES.

5. PULL BOXES SHALL BE PLACED BEHIND THE CURB AND GUTTER. IF THERE IS NO CURB AND GUTTER, PULL BOXES SHALL BE LOCATED AT LEAST 10' FROM THE EDGE OF PAVEMENT. PULL BOXES WILL NOT BE LOCATED AT THE BOTTOM OF ANY

DITCH OR RETENTION AREA/POND.

6. ALL ENDS OF CONDUITS IN PULL BOXES AND CABINETS SHALL BE SEALED WITH ELECTRICAL PUTTY AFTER WIRING IS

COMPLETE.

7. PULL BOXES SHALL BE COMPOSITE AND THE COVERS SHALL BE F.D.O.T. APPROVED OF NON-METALLIC CONSTRUCTION

WITH RECESSED COVER LOGO "TRAFFIC SIGNALS". (QUAZITE 1324 BK., 1212BA OR EQUAL).

8. ALL SIGNAL CABLE PULL BOXES SHALL BE 17" X 30" X 18" COVER SIZE.

9. ALL REGULAR AND FIBER OPTIC PULL BOXES SHALL HAVE A CONCRETE APRON PER F.D.O.T. SPEC.

VOLUSIA COUNTY USE PERMIT NOTES:

1. NOTIFY VOLUSIA COUNTY DEVELOPMENT ENGINEERING OFFICE AT (386-736-5926), TWO BUSINESS DAY PRIOR TO BEGINNING ANY PERMITTED WORK, BEFORE ANY CHANGES FROM APPROVED PLANS

AND WHEN COMPLETED.

- ALL ROAD/LANE CLOSURES "ARE SEPARATE FROM THE PERMIT" AND REQUIRE PLAN VIEW AND

APPROVAL WITH 7 DAY ADVANCE NOTICE FROM VOLUSIA COUNTY TRAFFIC OPERATIONS AT

(386-239-6535) PRIOR TO ANY LANE CLOSURE. MOT IS REQUIRED ON ALL PROJECTS.

- ALL TRAFFIC & PEDESTRIAN SIGNALS (& SURROUNDING AREAS), "ARE NOT" A MEMBER OF

SUNSHINE ONE CALL. LOCATES MUST BE REQUESTED/LOCATED, TWO BUSINESS DAYS IN

ADVANCE, FROM VOLUSIA COUNTY TRAFFIC ENGINEERING AT 386-736-5968.

- THE VOLUSIA COUNTY-STAMPED " APPROVED" PERMIT PLANS MUST BE ONSITE AT ALL TIMES.

- NO TRENCH/EXCAVATIONS SHALL BE LEFT OPEN OR UNATTENDED OVERNIGHT.

- SOD ALL DISTURBED AREAS.

- CONTRACTOR IS RESPONSIBLE FOR PRE/POST CONSTRUCTION VIDEO/PHOTO OF EXISTING

ROADWAYS, DRIVEWAYS, SIDEWALKS, DITCHES, CULVERTS AND ABOVEGROUND UTILITIES.

2. OPERATIONS WITHIN THE COUNTY RIGHT-OF-WAY SHALL NORMALLY BE CONDUCTED 7:00 AM TO

7:00 PM, MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THESE HOURS REQUIRES PRIOR

APPROVAL FROM COUNTY DEVELOPMENT ENGINEER. EMERGENCY REPAIRS ARE EXCLUDED FROM

THIS TIME RESTRICTION.

3. ALL EXISTING SIDEWALKS WITHIN COUNTY RIGHT-OF WAY SHALL EITHER REMAIN OPEN OR BE

PROVIDED A TEMPORARY WALKWAY IN ACCORDANCE WITH THE CURRENT VERSION OF FLORIDA

DEPARTMENT OF TRANSPORTATION STANDARD PLANS 102-660. ANY DAMAGE TO SIDEWALKS SHALL

BE REPAIRED AND/OR REPLACED IN LIKE KIND BY THE CONTRACTOR. NEW SIDEWALKS AND

SECTIONS THROUGH DRIVEWAYS MUST BE AT A 1.5% CROSS SLOPE AND 2% MAXIMUM CROSS

SLOPE PER ADA STANDARDS.

4. DRIVING OR STAGING OF CONSTRUCTION VEHICLES OR MATERIALS ARE NOT PERMITTED WITHIN

THE COUNTY RIGHT-OF-WAY OR ON PEDESTRIAN WALKWAYS AND PATHS. THERE SHALL BE NO

OVERNIGHT CONSTRUCTION VEHICLE RELATED PARKING, CONSTRUCTION MATERIAL PLACEMENT OR

STORAGE OF ANY KIND PERMITTED WITHIN THE COUNTY RIGHT-OF-WAY.

TEMPORARY TRAFFIC CONTROL (TTC) PLAN:

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE F.D.O.T. STANDARD PLANS

INDEX 102-600 SERIES.

UTILITIES:

1. LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING Vv, Vh, Vvh) ARE

BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED

APPROXIMATE ONLY; THE VERIFIED LOCATIONS/ELEVATIONS APPLY AT THE POINT

SHOWN. INTERPOLATION BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

2. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ANY UTILITY OWNER(S) THAT MAY

OR MAY NOT BE A "SUNSHINE ONE-CALL" MEMBER IN ORDER TO COORDINATE UTILITY

MARKING AND LOCATING AT A MINIMUM OF TWO DAYS PRIOR TO DIGGING. IT SHOULD BE

NOTED THAT FDOT IS NOT A MEMBER OF "SUNSHINE ONE-CALL" AND THAT SEPARATE

CONTACT WILL NEED TO BE MADE IN ORDER TO OBTAIN UTILITY LOCATE.

VARIABLE MESSAGE SIGN:

1. THE CONTRACTOR SHALL PROVIDE A VARIABLE MESSAGE SIGN (VMS) AT EACH END OF THE

PROJECT.

2. EACH VMS SHALL ALTERNATE BETWEEN THE FOLLOWING TWO MESSAGES:

A. SIGNAL CONST. AHEAD

B. PREPARE TO STOP

UTILITY CONTACTS

COUNTY OF VOLUSIA

SIGNAL SHOP

C/O ALLEN CATES

123 W. INDIANA AVE.

DELAND, FL 32720

(386) 736-5968

COUNTY OF VOLUSIA

KIM SECORD

123 W. INDIANA AVE.

DELAND, FL 32720

(386) 736-5967

AT&T DISTRIBUTION

KIRBY SPENCER

ks2488@att.com

(386) 366-4588

CHARTER/SPECTRUM

PAUL LIAKOS

Paul.E.Liakos@charter.com

(407) 214-8838

CROWN CASTLE

CHRIS PERKINS

NorthFloridaPlansReview@crowncastle.com christopher.perkins@crowncastle.com

(813) 947-6009

FLORIDA POWER AND LIGHT

ANDREW.ZICKER@FPL.com 321-726-4834

UNITY FIBER

TRAVIS GEORGE

Travis.george@unity.com

(251) 487-7225

630-2-12: CONTRACTOR SHALL VERIFY THE DEPTH

OF THE EXISTING UTILITIES IN CONFLICT WITH

THE DIRECTIONAL BORES, PRIOR TO BORING ACTION.

THIS PAY ITEM INCLUDES THE COST OF UTILITY

LOCATES. PAYMENT SHALL INCLUDE ALL CONDUIT

RUNS IN ONE HORIZONTAL LENGTH. ADDITIONAL

RUNS ARE TO BE PAID FOR AS UNDERGROUND

CONDUIT.

PAY ITEM NOTES:

685-1-14: CONTRACTOR SHALL FURNISH AND INSTALL

UPS ECONOLITE 1400 WATTS DOUBLE CONVERSION AND

BATTERIES IN THE PIGGY BACK CABINET.

682-1-173: THIS PAY ITEM SHALL INCLUDE THE COST

OF CABLES FOR ITS EXPRESS CCTV CAMERA.

665-1-11; SHALL INCLUDE THE COUNTDOWN

PEDESTRIAN SIGNS R10-3i.

670-5-161; SHALL INCLUDE THE COST OF FURNISHING AND

INSTALLING 4G WIRELESS ECONOLITE INTERCONNECT AND

COMMUNICATION MODEM.

632-7-1: SHALL INCLUDE THE NEW SIGNAL CABLE

FOR ALL TRAFFIC SIGNAL HEADS, INCLUDING THE

FUTURE 4-SECTION SIGNAL HEADS, AND

PEDESTRIAN SIGNAL HEADS.

102-1: COST OF VARIABLE MESSAGE SIGN SHALL BE

INCLUDED IN MAINTENANCE OF TRAFFIC.

570-1-2: SOD SHALL BE BAHIA

630-2-11: PAYMENT SHALL INCLUDE ALL CONDUIT

RUNS IN ONE HORIZONTAL LENGTH.

GENERAL NOTES (2)

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4‚ F

.A .C

ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\GNNTSG01.dwgAnthony 12/12/2025 10:03:11 AM

VOLUSIA 6461 T-5

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

A B

B

B

B2

OPT

OP

T

6 6 1

W W

R R

R R

R

R R R R

C

P4

2 2

16 6

L- 6C

0'

0'

0'

0'

L-

2B

6B

6E

6D

P8

P6

L- 2A

2C

2D

2E

C

C

C

L-3

L-8

P8

P4

P6

A

B

L-

L- 6A

C

P2

P2

PS

8+

9+

0+

SIGNALIZATION PLAN (1)

(T-INTERSECTION)

TH

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4‚ F

.A .C

ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\PLANSG02.dwgAnthony 12/12/2025 10:14:52 AM

VOLUSIA 6461 T-6

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

BLVD

P-5897 WILLIAMSON BLVD.

N

1" 0'

MADELINE AVENUE

POSTED SPEED LIMIT:

45 MPH

R/W

LINE

R/W LINE

EOP

EOP

EOP

EOP

R/W LINE

EOP

W

IL

LI

AM

S

ON

B

OU

LE

V

AR

D P

OS

TE

D S

P E E D L

IM

IT

M P H

CCTV

EXISTING MAST

ARM TO BE REMOVED

EXISTING PED POLE AND

PULL BOX TO REMAIN

EXISTING

CONTROLLER CABINET

TO BE REMOVED

5 RUNS 130 LF630-2-12

PED POLE 2

STA: 368+52

OFFSET: 63' LT

1 EA646-1-11

1 EA665-1-11

2 RUNS 20 LF630-2-11

PED POLE 3

STA: 369+50

OFFSET: 76' LT

20 LF630-2-11

7 RUNS

155 LF630-2-12

EXISTING MAST

ARM TO BE REMOVED

R/W

LINE

R/W

LINE

FOC

PED POLE 1

STA: 368+42

OFFSET: 55' LT

1 EA646-1-11

1 EA665-1-11

25 LF630-2-11

1 EA635-2-14

PED POLE 4

STA: 369+59

OFFSET: 60' LT

1 EA646-1-11

1 EA665-1-11

30 LF630-2-11

PED POLE 5

STA: 369+52

OFFSET: 70' LT

1 EA646-1-11

1 EA665-1-11

14 LF630-2-11

PED POLE 6

STA: 368+46

OFFSET: 79' RT

1 EA646-1-11

1 EA665-1-11

2 RUNS 20 LF630-2-11

1 EA635-2-14

1 EA635-2-14

1 EA646-1-11

1 EA665-1-11

1 EA635-2-14

1 EA635-2-14

MAST ARM POLE#2

STA: 369+61

OFFSET: 88' LT

EXISTING GROUND ELEV.: 26.50'

FINAL GROUND ELEV: 30.00'

TOP OF FOUNDATION ELEV:

FLUSHED WITH SIDEWALK

1 EA715-5-31

3 RUNS 5 LF630-2-11

1 EA649-21-6

3 EA635-2-14

EXISTING MAST

ARM TO BE REMOVED

MAST ARM POLE#3

STA: 369+87

OFFSET: 74' RT

EXISTING GROUND ELEV.: 29.33'

FINAL GROUND ELEV: 29.33'

TOP OF FOUNDATION ELEV: 29.83'

1 EA715-5-31

3 RUNS 5 LF630-2-11

1 EA649-21-21

8 RUNS 5 LF630-2-11

1 PI632-7-1

1 AS670-5-161

5 EA635-2-14

PROPOSED CONTROLLER CABINET

STA: 369+78

OFFSET: 75' RT

1 AS670-5-600

1 EA685-1-14

1 EA635-2-14

2 RUNS 32 LF630-2-11

1 EA682-1-173

EXISTING PED POLE AND

PULL BOX TO REMAIN

2 RUNS 18 LF630-2-11

UTILIZE EXISTING POWER

SERVICE PEDESTAL

30 LF639-2-1

2 AS660-2-106

5 LF630-2-11

1 EA635-2-14

2 AS660-2-102

5 LF630-2-11

1 EA635-2-14

2 RUNS

50 LF630-2-11

2 AS660-2-102

5 LF630-2-11

1 EA635-2-14

210 LF630-2-11

140 LF630-2-11

2 AS660-2-106

10 LF630-2-11

1 EA635-2-14

63 LF630-2-12

2 AS660-2-102

5 LF630-2-11

1 EA635-2-14

2 AS660-2-102

5 LF630-2-11

1 EA635-2-14

210 LF630-2-11

140 LF

630-2-11

2 RUNS

55 LF630-2-11

2 AS660-2-106

5 LF630-2-11

1 EA635-2-14

5 RUNS

120 LF630-2-12

3 EA649-26-5

EL. 29.32'

EL. 29.31'

9 EA660-1-109

D E

LA

Y

EL. 29.34'

30 LF630-2-11

1 EA663-1-121

REMOVALS:

1 EA663-1-122

20 SY570-1-2

NOTE:

DURING THE 90% REVIEW, A COMMENT REQUESTED THAT THE CURB-CUT RAMPS

ON THE NORTHWEST QUADRANT BE SEPARATED TO BETTER ACCOMMODATE A

CROSSWALK ON THE NORTH LEG OF THE INTERSECTION. CONSOR HAS

EVALUATED REVISING THE DESIGN TO SEPARATE THE RAMPS ACCORDINGLY.

HOWEVER, THIS MODIFICATION RESULTS IN THE NORTH-LEG CROSSWALK TYING

INTO THE NORTHEAST QUADRANT AT A LOCATION WHERE NO SIDEWALK

CONNECTION CURRENTLY EXISTS.

THE DESIGN TEAM IS EVALUATING WHETHER TO: (1) ELIMINATE THE NORTH-LEG

CROSSWALK, OR (2) RETAIN THE NORTH-LEG CROSSWALK AND UPGRADE THE

CURB-CUT RAMPS / SIDEWALK CONNECTIONS ON ALL QUADRANTS TO MEET

CURRENT STANDARDS. FINAL DETERMINATION IS PENDING.

SOD TO BE INSTALLED IN

AREAS AFFECTED BY OPEN

TRENCH INSTALLATION

MAST ARM POLE#1

STA: 368+44

OFFSET: 65' LT

EXISTING GROUND ELEV.: 26.50'

FINAL GROUNND ELEV: 30.25'

TOP OF FOUNDATION ELEV:

FLUSHED WITH SIDEWALK

1 EA649-21-10

1 EA715-5-31

D E

LA

Y

3 RUNS 5 LF630-2-11

3 EA635-2-14

DELAY

1 AS639-1-121

40 LF630-2-11

INCLUDES FOC

CONDUIT

INCLUDES FOC

CONDUIT

3 EA635-2-14

SIGNALIZATION PLAN (2)

(T-INTERSECTION)

TH

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4‚ F

.A .C

ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\PLANSG02.dwgAnthony 12/12/2025 10:03:15 AM

VOLUSIA 6461 T-7

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

BLVD

P-5897 WILLIAMSON BLVD.

CONTROLLER TIMINGS

TIMING FUNCTION

MOVEMENT NUMBER 1 2 3 5 6 8

TI

M

IN

G F U N C

TI

ON

MINIMUM GREEN 10 15 10 10 15 10

EXTENSION 3 3 3 3 3 3

MAXIMUM GREEN 1 25 45 30 25 45 30

MAXIMUM GREEN 2 - - - - - -

YELLOW CLEARANCE 5.5 5.5 4.8 5.5 5.5 4.8

ALL RED 2.0 2.0 2.0 2.0 2.0 2.0

PEDESTRIAN WALK - 7.0 - - 7.0 7.0

PED. CLEARANCE - 22.0 - - 27.0 23.0

RECALL - MIN - - MIN -

DETECTOR FUNCTION NL L NL NL L NL

DETECTORS FOR LOOPS

LOOP NO. OF

LOOPS

TYPE OF

LOOPS

NO. OF NEW

DETS.

NO. OF EXIST.

DETS.

DELAY TIME

(SEC)

L-1 1 F 1 - -

L-2A 1 F 1 - 5

L-2B 1 B 1 - -

L-2C 1 B 1 - -

L-2D 1 B 1 - -

L-2E 1 B 1 - -

L-3 1 F 1 - -

L-5 1 F 1 - -

L-6A 1 F 1 - 5

L-6B 1 B 1 - -

L-6C 1 B 1 - -

L-6D 1 B 1 - -

L-6E 1 B 1 - -

L-8 1 F 1 - 5

PROPOSED INTERNALLY ILLUMINATED SIGN IS SINGLE SIDED

AND SHALL BE FACE MOUNTED ON THE MAST ARM.

1 EA700-5-22

G

Y

R

6 (2)

6 AS650-1-34

3-SECT., 1-WAY

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

EXISTING SIGNAL

HEADS TO REMAIN

6 AS653-1-11

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

R10-3i

TO BE INCLUDED WITH EACH

PEDESTRIAN DETECTOR STATION

MADELINE AVE

SIGNAL TIMING IS INITIAL AND MAY BE ADJUSTED BY THE MAINTAINING AGENCY.

2 (2)

2 EA700-5-22

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

MADELINE AVE

ALL NEW SIGNAL HEADS SHALL BE EQUIPPED

WITH REFLECTIVE BACKPLATES.

8 (2)

A

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

R10-3i

WILLIAMSON BLVD

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

WILLIAMSON BLVD

P2 (2)

P4 (2)

P6 (2)

P8 (2)

4-SECT., 1-WAY

3 AS650-1-36

G

FY

SY

5 (1)

3 (1)

1 (1)

CONTROLLER OPERATIONS:

1. THE MAJOR STREET IS WILLIAMSON BOULEVARD (MOVEMENTS 1, 2, 5, AND 6).

THE MINOR STREET IS MADELINE AVENUE (MOVEMENTS 3 AND 8).

2. INTERIM SIGNAL OPERATING PLAN IS SOP 12 AS SHOWN ON THIS SHEET

WITH THE FOLLOWING FEATURES:

A.) CONCURRENT PEDESTRIAN MOVEMENTS TO BE DISPLAYED UPON

ACTUATION ONLY FOR ALL PEDESTRIAN MOVEMENTS.

B.) DURING FLASHING OPERATION, SIGNAL HEADS FOR MOVEMENTS 2 AND 6

WILL FLASH YELLOW AND SIGNAL HEADS FOR MOVEMENTS 1, 3, 5, AND 8

WILL FLASH RED.

3. THE FLASHING YELLOW ARROW (FYI) OF THE SIGNAL HEAD SHALL BE

OMITTED DURING ACTIVE PEDESTRIAN MOVEMENTS.

SIGNAL OPERATION PLAN

SOP 12

VEHICLES

TOYIELD

TURNING

C

3 EA700-3-201

R10-15

30"X30"

(1) (1)

(2) (2)

∅1

P

6 FY

P 2P

∅2 ∅3

P

NOTE:

REFER TO STANDARD PLANS INDEX 646-001 FOR PEDESTRIAN INSTALLATION GUIDANCE.

2 B2 R

R R

R R

R R

R C

P8

B

P8

P6 C A

P4

P2

CD-1

B C

P4

P6

PEDESTRIAN DETAIL SHEET

(T-INTERSECTION)

TH

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F F

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OR

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S H E E T

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N D S

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E D U

N D E R R

U

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1G

-2

3.

4‚ F

.A .C

ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\PLANSG02.dwgAnthony 12/12/2025 10:03:29 AM

VOLUSIA 6461 T-8

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

BLVD

P-5897 WILLIAMSON BLVD.

N

Feet

0 5 NORTHEAST QUADRANT

SOUTHEAST QUADRANT

NORTHWEST QUADRANT

OPEN TRENCH

CONDUIT

PROPOSED

PED POLE

PROPOSED

PED POLE

SOUTHWEST QUADRANT

BURIED

ELECTRIC

OPEN TRENCH

CONDUIT R/W LINE

PROPOSED

CONTROLLER

CABINET

EXISTING

MAST ARM

EXISTING

CONTROLLER

CABINET

TO BE

REMOVED

EXISTING

SERVICE

POLE TO

REMAIN

BURIED

ELECTRIC

EXISTING

PED POLE

TO REMAIN

DIRECTIONAL

BORE

DIRECTIONAL

BORE

EXISTING

WOOD POLE

PROPOSED

PED POLE

BURIED

ELECTRIC

DIRECTIONAL

BORE

EXISTING

PED POLE

TO REMAIN

PROPOSED

PED POLE

EOP

EOP

EOP

PROPOSED

PED POLES

DIRECTIONAL

BORE

SIDEWALK

SIDEWALK

OPEN TRENCH

CONDUIT

PROPOSED

MAST ARM

PULL BOX (TYP.)

DIRECTIONAL

BORE

PROPOSED

MAST ARM

OVERHEAD

SIGN

(TYP.)

SIDEWALK

F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

B F O C

P4

2 2

16 6

6C

2B

6B

6E

6D

P8

P6

L- 2A

2C

2D

2E

C

C

L-3

L-8

P8

P4

P6

A

B

L-

L- 6A

C

P2

P2

PS

W W

R R

R R

R

R R R R

L-7

L-4B

L-4A

C A

8+

9+

0+

SIGNALIZATION PLAN (3)

TH

E O

F F

IC

IA

L

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OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

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E D

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N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4‚ F

.A .C

ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\PLANSG03.dwgAnthony 12/12/2025 10:03:32 AM

VOLUSIA 6461 T-9

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

BLVD

P-5897 WILLIAMSON BLVD.

N

MADELINE AVENUE

POSTED SPEED LIMIT:

45 MPH

R/W

LINE

R/W LINE

EOP

EOP

EOP

EOP

R/W LINE

EOP

W

IL

LI

AM

S

ON

B

OU

LE

V

AR

D P

OS

TE

D S

P E E D L

IM

IT

M P H

MAST ARM POLE#4

STA: 368+51

OFFSET: 102' RT

FINAL GROUND ELEV: 29.31'

TOP OF FOUNDATION ELEV: 29.81'

1 EA715-5-31

3 RUNS 8 LF630-2-11

1 EA649-21-6

ELEV. 29.32'

R/W

LINE

R/W

LINE

FOC

EXISTING CONTROLLER CABINET

3 AS660-2-106

8 LF630-2-11

1 EA635-2-14

2 EA660-1-110

DELAY

D E

LA

Y

D E

LA

Y

DELAY

40 LF630-2-11

SIGNALIZATION PLAN (4)

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4‚ F

.A .C

ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\PLANSG03.dwgAnthony 12/12/2025 10:03:32 AM

VOLUSIA 6461 T-10

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

BLVD

P-5897 WILLIAMSON BLVD.

CONTROLLER TIMINGS

TIMING FUNCTION

MOVEMENT NUMBER 1 2 3 4 5 6 7 8

TI

M

IN

G F U N C

TI

ON

MINIMUM GREEN 10 15 10 5 10 15 10 10

EXTENSION 3 3 3 3 3 3 3 3

MAXIMUM GREEN 1 25 45 30 30 25 45 30 30

MAXIMUM GREEN 2 - - - - - - - -

YELLOW CLEARANCE 5.5 5.5 4.8 3.7 5.5 5.5 4.8 4.8

ALL RED 2.0 2.0 2.0 2.7 2.0 2.0 2.0 2.0

PEDESTRIAN WALK - 7.0 - 7.0 - 7.0 - 7.0

PED. CLEARANCE - 22.0 - 23.0 - 27.0 - 23.0

RECALL - MIN - - - MIN - -

DETECTOR FUNCTION NL L NL NL NL L NL NL

DETECTORS FOR LOOPS

LOOP NO. OF

LOOPS

TYPE OF

LOOPS

NO. OF NEW

DETS.

NO. OF EXIST.

DETS.

DELAY TIME

(SEC)

L-1 1 F 1 - -

L-2A 1 F 1 - 5

L-2B 1 B 1 - -

L-2C 1 B 1 - -

L-2D 1 B 1 - -

L-2E 1 B 1 - -

L-3 1 F 1 - 5

L-4A 1 F 1 - -

L-4B 1 F 1 - -

L-5 1 F 1 - -

L-6A 1 F 1 - 5

L-6B 1 B 1 - -

L-6C 1 B 1 - -

L-6D 1 B 1 - -

L-6E 1 B 1 - -

L-7 1 F 1 - 5

L-8 1 F 1 - 5

PROPOSED INTERNALLY ILLUMINATED SIGN IS SINGLE SIDED

AND SHALL BE FACE MOUNTED ON THE MAST ARM.

1 EA700-5-22

G

Y

R

3-SECT., 1-WAY

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

EXISTING SIGNAL

HEADS TO REMAIN

SIGNAL TIMING IS INITIAL AND MAY BE ADJUSTED BY THE MAINTAINING AGENCY.

EXISTING SIGNAL HEADS

TO BE REMAIN

A

P8 (2)

4-SECT., 1-WAY

G

FY

SY

R

(1)

(1)

(1)

CONTROLLER OPERATIONS:

1. THE MAJOR STREET IS WILLIAMSON BOULEVARD (MOVEMENTS 1, 2, 5, AND 6).

THE MINOR STREET IS MADELINE AVENUE (MOVEMENTS 3, 4, 7, AND 8).

2. INTERIM SIGNAL OPERATING PLAN IS SOP 10 AS SHOWN ON THIS SHEET

WITH THE FOLLOWING FEATURES:

A.) CONCURRENT PEDESTRIAN MOVEMENTS TO BE DISPLAYED UPON

ACTUATION ONLY FOR ALL PEDESTRIAN MOVEMENTS.

B.) DURING FLASHING OPERATION, SIGNAL HEADS FOR MOVEMENTS 2 AND 6

WILL FLASH YELLOW AND SIGNAL HEADS FOR MOVEMENTS 1, 3, 4, 5, 7,

AND 8 WILL FLASH RED.

3. THE FLASHING YELLOW ARROW (FYI) OF THE SIGNAL HEAD SHALL BE

OMITTED DURING ACTIVE PEDESTRIAN MOVEMENTS.

SIGNAL OPERATION PLAN

SOP 10

1 OR

∅1

∅2

∅3

∅5

OR

∅6 ∅4

FY

FYFY

FY

P

P 2P

P 6 8

P8

P8

P4

P4

VEHICLES

TOYIELD

TURNING

C

1 EA700-3-201

R10-15

30"X30"

FY

FY

FY

FY

P6 (2) P4 (2) P2 (2)

G

Y

R

2 AS650-1-34

3-SECT., 1-WAY

ALL NEW SIGNAL HEADS SHALL BE EQUIPPED

WITH REFLECTIVE BACKPLATES.

4 (2)

4-SECT., 1-WAY

1 AS650-1-36

G

FY

SY

7 (1)

(2)

(2)

(2)2

MAST ARM TABULATION

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4‚ F

.A .C

ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\MSSGSG01.dwgAnthony 12/12/2025 10:03:33 AM

VOLUSIA 6461 T-11

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON

BLVD

P-5897 WILLIAMSON BLVD.

SPECIAL INSTRUCTIONS

ID

NO.

HANDHOLE

LOCATION

PED.

BUTTON

PED.

SIGNALS

W2* *3 B H2W1 C H31 *

SIGN DATA

5 *2* 4 H1A

LOCATION

BY STA.

ARM

M.H.

DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGNDISTANCE FROM POLE

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA

SHEET

NO.

ID

NO.

TOP OF

FOUNDATION

ELEVATION

RDWY

ARM

NO.

CROWN

ELEV.

SIGNAL

V/H

BACK

PLATES

Y/N

PED.

SIGNAL

Y/N

TOTAL

ARM

LENGTH

∡ BETWEEN

DUAL ARMS

90/270

GRADE

ELEVATION

** TOP OF FOUNDATION TO BE LEVEL WITH ADJACENT SIDEWALK

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

TO BE MEASURED IN A COUNTER CLOCKWISE

DIRECTION FROM ROADWAY ARM NO. 1.

ARM NO. 1 - SINGLE ARM POLE OR

LONGEST ARM FOR DOUBLE ARM POLE.

ARM

MOUNTING

HEIGHT

(ARM M.H.)

TOP OF FOUNDATION ELEVATIONTOTAL ARM LENGTH

SIGN ASIGN B

SI

G

N E

SIGN CSIGN D

AH5E D C

H4

124 3

W3 W2W4

W5

B H3 H2

W1

H1

4 5029.81' 1 29.32' V Y N368+51, 102' RT 29.31'T-9

3 7829.83' 1 29.34'369+87, 74' RT 29.33'T-6

2** 5030'** 1 30.50'369+61, 88' LT 30.00'T-6 48.0 4

43.3

V Y N 32.0 3 40.0 3

V Y N 43.5 3 55.5 3 67.5

23.5 3 34.2 3

2.521.0 2.52.015.5 9.0

2.521.0 2.52.08.5 9.0

2.0 9.06.0 2.514.0 2.5

9.01** 6030'** 1 29.01' V Y N 36.0 3 47.0 3 2.016.5368+44, 65' LT 30.25'T-6 57.5 4 2.528.5 2.520.0

21.0

21.5

21.0

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ROAD NO. GPI PROJECT NO.COUNTY

2019509.00

VOLUSIA

WILLIAMSON

/2

/2

Q

P r o je c ts

\W o r k s e ts

\F D

O T

\F L

A .0

W il li a m s o n a t M a d e li n e \S tr u c tu r e s \S ta n d a r d M a s tA r m

D a ta

T a b le

.d g n

:1

:3 r k ir k p a tr ic k

32751 FLORIDA, MAITLAND

1051 WINDERLEY PLACE, SUITE 400

GREENMAN-PEDERSEN, INC.

87838LICENSE NUMBER:

REID KIRKPATRICK, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

ASSEMBLIES DATA TABLE

STANDARD MAST ARM

T-10

Pole#1

Mast Arm

A60/S-P4/S/L-DS/18/5.0 A60/S P4/S/L 20.0 DS/18/5.0- - - - -

Pole#2

Mast Arm

A50/S-P3/S/L-DS/18/5.0 A50/S 21.5---- -

Pole#3

Mast Arm

Pole#4

Mast Arm

A50/S-P3/S/L-DS/18/5.0 A50/S 21.0---- -

(ft.)

UB

(ft.)

UAA

POLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

(deg)

LL

(deg)

UF

SECOND ARM

(ft.)

FAA

FIRST ARM

NUMBERS

ID

STRUCTURE

Table Date 11-01-16

ID

SHAFT

DRILLED

ID

ARM

ID

ARM

DESIGNATION

ID

POLE

(ft.)

SAA

7. Design Wind Speed = 150 mph

Work with Index 649-030 and 649-031.6.

requirement, and pedestrian features.

non-standard Handhole location, paint color, terminal compartment

See “Mast Arm Tabulation” for special instructions that include

Work this sheet with the Signal Designer’s “Mast Arm Tabulation”. 5.

diameter drilled shaft.

drilled shaft. Pole types P5 and larger require a minimum 5.0 foot

Pole types P2 and larger require a minimum 4.5 foot diameter 4.

Arm mounting height UB must be between 18-22 feet.3.

height shortened from UA to UAA.

This is obtained by removing length from the pole tip and the pole

If an entry appears in column UAA, a shorter pole is required. 2.

length shortened from FA to FAA. SAA Similar.

This is obtained by removing length from the arm tip and the arm

If an entry appears in column FAA, a shorter arm is required. 1.

NOTES [Notes Date 11-01-16]:

Design Water Table is 0 ft. below surface

Average Weighted N-Value = 12

Soil Weight = 50 pcf

Soil Friction Angle = 29 deg.

Soil Type = Sand

Mast Arm Pole No. 4:

Design Water Table is 0 ft. below surface

Average Weighted N-Value = 13

Soil Weight = 50 pcf

Soil Friction Angle = 29 deg.

Soil Type = Sand

Mast Arm Pole No. 3:

Design Water Table is 0 ft. below surface

Average Weighted N-Value = 12

Soil Weight = 50 pcf

Soil Friction Angle = 29 deg.

Soil Type = Sand

Mast Arm Pole No. 2:

Design Water Table is 0 ft. below surface

Average Weighted N-Value = 12

Soil Weight = 50 pcf

Soil Friction Angle = 29 deg.

Soil Type = Sand

Mast Arm Pole No. 1:

2. Assumptions and Values used in design:

1. Design based on Borings provided by Nodarse & Associates, Inc. and Universal Engineering Sciences.

FOUNDATION NOTES

A78/S-P6/S/L-DS/20/5.0 A78/S 21.5

DS/18/5.0P3/S/L

DS/20/5.0P6/S/L

DS/18/5.0P3/S/L

anthony Text Box T-12 anthony Snapshot

Bahram Text Box T-14

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

W i

17.5 l

20.7 l i

27.2 a

30.2 m

38.6 s

51.8 o

59.6 n

68.2

L

71.6

B

81.5 l

89.5 v

91.6 d

98.4

L

22.5

M

6.5 a

19.9 d

28.9 e

38.2 l

47.2 i

51.5 n

55.8 e

64.9

L

65.9

A

79.1 v

88.8 e

95.9

L

22.4

GUIDE SIGN WORKSHEET

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4‚ F

.A .C

ROAD NO. COUNTY LTG PROJECT NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS SHEET

NO.

X:\jobs\6400\6461.00\000_CADD\64610000001\Signalization\GSWKSG01.dwgAnthony 12/12/2025 10:03:47 AM

VOLUSIA 6461 T-13

VENDOR No.: F030424608005

PH: 321.499.4679 FAX: 386.257.6996

MELBOURNE, FL 32904

1049 EBER BOULEVARD, SUITE 104

JONATHAN BRASCH

P.E. No. 94069

WILLIAMSON